Financial Year : 2023-2024	Execution Level : GP
Execution Agency : Gram Panchayat(3)	Work Status : Approve
Included in Annual Plan : Yes	Perspective Plan : Yes
Proposal Date : 26/1/2024	Work start date : 4/3/2024
Present status : Not Exist	Proposed Status : Constr of Irrigation Open Well for Individuals

Tech Sanction Details
Technical Sanction No. : 1716001/2023-2024/31732/TS	Sanction Date : 8/3/2024
Estimated Cost as per Tech. Detl (in Rs.)

Unskilled	Material							Contingency	Total
	Est. Material Cost	Est. Skilled Cost	Est. Semi-Skilled Cost	Scheme1	scheme2	scheme3	Total
172472.57	93668.32	80936.67	8983.06	0	0	0	184000	0	356060.62
Financial Sanction Details

Financial\Administrative Sanction No: 1716001/2023-2024/31732/AS	Financial\Administrative Sanction Date 8/3/2024
Fin. Sanc. Amt. (in Rs) NREGA:356240	Scheme 1 0	Scheme 2 0	Scheme 3 0	Total 357000

S.No Activity taken upon musteroll Quantity Unit Price Total 1 Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation etc. in layers not exceeding 20cm in depth consolidating each deposited layers by ramming and watering lead upto 50m and lift upto 1.5m 53.36 67.0074962518741 3575.52 2 (b) C.C. 1:3:6 (1cement, 3sand, 6metal) 2.349 3467.98637718178 8146.3 3 Providing and laying in foundation, plinth and under floors cement concrete with 20mm nominal size graded stone aggregates (metal) i/c ramming in layers and curing complete excluding cost of form work ( if 20 mm metal is used in place of 40mm metal in item number 04.13 & 04.15) (a) C.C. 1:2:4 (1cement, 2sand, 4metal) 0.294 4408.23129251701 1296.02 4 (c) CC 1:2:4 (1 cement, 2 sand, 4 graded stone aggregate 20mm nominal size) 3.109 5689.65583789 17689.14 5 Centering and shuttering including strutting , propping etc. and removal of form work for P.C.C. work in foundation, footing, bases for column 5.071 182.281601262079 924.35 6 (e) In Cement mortar 1:6 (1cement, 6sand) 20.118 3022.09414454717 60798.49 7 (b) Cold twisted / Hot rolled deformed / Thermo mechanicaly treated steel bars 90.496 90.3844368811881 8179.43 8 (j) 5.0 Km. Lead 6.879 192.885593836313 1326.86 9 (X) 5.0 Km. Lead 23.337 262.173801259802 6118.35 10 (X) 5.0 Km. Lead 9 215.356666666667 1938.21 11 (X) 5.0 Km. Lead 9 168.54 1516.86 12 (XV) 10 Km. Lead 12.23 238.341782502044 2914.92 13 (XV) 10 Km. Lead 0.096 238.333333333333 22.88 14 (b) Dense or hard soil 60.235 173.062837220885 10424.44 15 (I)1.50 m. to 2.00 m. 20.178 234.502923976608 4731.8 16 (II)2.00 m. to 2.50 m. 20.178 246.216176033304 4968.15 17 (XVIII)10.00 m. to 10.50 m. 7.304 878.547371303395 6416.91 18 (XIX)10.50 m. to 11.00 m. 7.304 905.642113910186 6614.81 19 (XX)11.00 m. to 11.50 m. 6.924 932.736857307915 6458.27 20 (XXI)11.50 m. to 12.00 m. 6.924 959.831022530329 6645.87 21 (XXII)12.00 m. to 12.50 m. 6.924 986.926632004622 6833.48 22 (XXIV)13.00 m. to 13.50 m. 6.924 1041.11496244945 7208.68 23 (XXVI)14.00 m. to 14.50 m. 6.924 1095.30473714616 7583.89 24 (XXVII)14.50 m. to 15.00 m. 6.924 1122.39890236857 7771.49 25 (III)2.50 m. to 3.00 m. 20.178 584.043017147388 11784.82 26 (X)6.00 m. to 6.50 m. 8.67 978.320645905421 8482.04 27 (XI)6.50 m. to 7.00 m. 8.67 999.447520184544 8665.21 28 (XII)7.00 m. to 7.50 m. 8.305 1020.57555689344 8475.88 29 (XIII)7.50 m. to 8.00 m. 8.305 1041.70379289585 8651.35 30 (XIV)8.00 m. to 8.50 m. 7.948 1062.83090085556 8447.38 31 (XV)8.50 m. to 9.00 m. 7.948 1083.95822848515 8615.3 32 (XVI)9.00 m. to 9.50 m. 7.599 1105.08619555205 8397.55 33 (XVII)9.50 m. to 10.00 m. 7.599 1126.2139755231 8558.1 34 (XXIII)12.50 m. to 13.00 m. 6.924 1282.8148469093 8882.21 35 (XXV)13.50 m. to 14.00 m. 6.924 1337.00317735413 9257.41 36 (XXVII)14.50 m. to 15.00 m. 6.924 1391.19295205084 9632.62 37 (IV)3.00 m. to 3.50 m. 9.813 870.229287679609 8539.56 38 (V)3.50 m. to 4.00 m. 9.813 887.621522470193 8710.23 39 (VI)4.00 m. to 4.50 m. 9.424 905.014855687606 8528.86 40 (VII)4.50 m. to 5.00 m. 9.424 922.407682512734 8692.77 41 (VIII)5.00 m. to 5.50 m. 9.043 939.79984518412 8498.61 42 (IX)5.50 m. to 6.00 m. 9.043 957.192303439124 8655.89 43 Collection of boulders at source (maximum size 0.014cum) without quarrying i.e. picked up boulders. 9 187.297777777778 1685.68 44 Collection of sand including screening, washing, stacking and all leads and lifts up to the loading point. 9 261.217777777778 2350.96 45 Citizen Information Board of size 0.6 meter x 0.9 meter ( Individual works ) 1 2622.39 2622.39

Total Activity 357000

S.No Material Quantity Unit Price Total 1 0002-Hire charges of Concrete Mixer 0.25 to 0.40 cum with Hopper 1.1110045 1000 1111.0045 2 0084-Hire charges of Diesel truck - 9 tonne (without POL) 2.77748997 2100 5832.728937 3 0297-Stone Aggregate(single size): 10 mm nominal size 0.71632 650 465.608 4 0325-Blasting powder 91.405392 56 5118.701952 5 0326-Blasting fuse (fuse wire) 99.6632 28 2790.5696 6 0367-Portland Cement 3.5295944 6400 22589.40416 7 0368-White cement 0.0002189 15626 3.4205314 8 0982-Coarse sand (zone III) 0.8982687 979.2 879.58471104 9 0983-Fine sand (zone IV) 9.8780069 1025 10124.9570725 10 1005-Twisted steel/deformed bars 0.950208 6900 6556.4352 11 1157-Stone for masonry work 23.33688 495 11551.7556 12 1235-Diesel oil 34.8988358 100 3489.88358 13 5001-Mobil oil 1.23645382 270 333.8425314 14 7335-Binding wire 0.90496 60 54.2976 15 7900-Modular common burnt clay bricks of class designation 7.5 150.8 5.2 784.16 16 MR6001-Stone Aggregate(single size): 40 mm nominal size other than BT 2.8211365 500 1410.56825 17 MR6007-Hier Charges for Centering 3.109 678 2107.902 18 MR6032-Snowcem/ durocem 0.0004179 26000 10.8654 19 MR6082-Stone Aggregate (Metal) 20mm nominal size (BT Metal) (Rate at quarry) 3.3422404 790 2640.369916 20 MR6091-WOOD-Kail wood 2nd class 0.01811071 18000 325.99278

Total Material 78200